Steel fiber distribution and orientation in full-scale walls cast from FRC with various consistencies and casting procedures: evaluation by the inductive method

IF 3.9 3区 工程技术 Q2 CONSTRUCTION & BUILDING TECHNOLOGY Materials and Structures Pub Date : 2025-03-03 DOI:10.1617/s11527-025-02608-x
Mohammad Abedi, Guillem Rojas, Magí Domingo, Tor Arne Martius-Hammer, Terje Kanstad, Guomin Ji
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Abstract

Steel fiber reinforced self compacting concrete has high potential application in structural elements. The distribution and orientation of fibers in fiber reinforced self compacting concrete play a key role in defining the mechanical and durability behavior. Several factors such as casting method and rheological properties of concrete may influence the fiber distribution and orientation within structural elements. In this paper, due to the importance of vertical elements and high uncertainties regarding fiber distribution and orientation in these elements, steel fiber dispersion and alignment were investigated. In this study, five structural walls (7.0 × 2.5 × 0.2 m) with three distinctive casting procedures (single point, double points, and continuous casting) and two rheological properties [self compacting concrete (SCC) and vibrated compacted concrete] were constructed. Thereafter, by using the inductive test, fiber orientation and distribution were assessed. The results indicated that using two casting points resulted in a more uniform fiber distribution. A comparison between the two SCC mix designs revealed that large coarse aggregates significantly increased segregation and scattering in fiber distribution and orientation. Additionally, fiber orientation analysis demonstrated that continuous casting and vibration led to greater fiber alignment in the horizontal direction. Finally, the results showed that the rheological behavior of concrete mix plays a major role in the fiber distribution compared to the casting procedure. Therefore, to achieve higher uniformity, altering mix designs is recommended.

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用不同稠度和铸造工艺铸造的钢纤维在全尺寸墙体中的分布和取向:用归纳法评价
钢纤维增强自密实混凝土在结构构件中具有很大的应用潜力。纤维增强自密实混凝土中纤维的分布和取向对其力学性能和耐久性起着至关重要的作用。混凝土的浇筑方法和流变特性等因素会影响纤维在结构构件中的分布和取向。由于垂直单元的重要性和在垂直单元中纤维分布和取向的高度不确定性,本文对钢纤维的色散和取向进行了研究。在这项研究中,建造了5个结构墙(7.0 × 2.5 × 0.2 m),采用三种不同的浇筑工艺(单点浇筑、双点浇筑和连续浇筑)和两种流变特性[自密实混凝土(SCC)和振动密实混凝土]。然后,通过电感测试来评估纤维的取向和分布。结果表明,采用两个浇铸点可使纤维分布更加均匀。两种SCC混合设计的比较表明,大的粗集料显著增加了纤维分布和取向的偏析和散射。此外,纤维取向分析表明,连续铸造和振动导致纤维在水平方向上有更大的取向。最后,研究结果表明,与浇筑工艺相比,混凝土配合比的流变特性对纤维分布起主要作用。因此,为了达到更高的均匀性,建议改变混合设计。
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来源期刊
Materials and Structures
Materials and Structures 工程技术-材料科学:综合
CiteScore
6.40
自引率
7.90%
发文量
222
审稿时长
5.9 months
期刊介绍: Materials and Structures, the flagship publication of the International Union of Laboratories and Experts in Construction Materials, Systems and Structures (RILEM), provides a unique international and interdisciplinary forum for new research findings on the performance of construction materials. A leader in cutting-edge research, the journal is dedicated to the publication of high quality papers examining the fundamental properties of building materials, their characterization and processing techniques, modeling, standardization of test methods, and the application of research results in building and civil engineering. Materials and Structures also publishes comprehensive reports prepared by the RILEM’s technical committees.
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